ML20079L071

Forwards Info to Clarify Design & Performance of Emergency Svc Water Sys,Per 910827 Meeting W/Nrc

ML20079L071
Person / Time
Site:	Peach Bottom
Issue date:	10/30/1991
From:	Beck G PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:	NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
NUDOCS 9111060011
Download: ML20079L071 (79)

Text

l'Illt.ADEl.I'llIA El.ECTitlC CGil'ANY 0

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NUCl.IIAR GROUP lil!ADQUAllTEllS 955 65 CilESTEllllROOK lli.VD.

WAYNii, PA 19087 5691 (215) MO 6000 NUrt.t:Ak i NGINE.t. RING & M kVICLS Di f%R'IMI.NT october 30, 1991 Docket llos. 50-277 50-278 U.S.

Nuclear Regulatory Commission Attn: Document. Cont.rol Desk Washington, D.C.

20555

SUBJECT:

fiummary of Emergency Service Wat.or (ESW) Design and Testing Requirements for Peach Bottom Atomic Power S t.a t i on REFERENCE 1)

Summary of August 27, 1991 Meeting on ESW Syst.em Design and Performance between USNRC t.o Philadelphia Electric Company (PECo) 2)

Letter USNRC, St.even A.

Varga to PEco, D.

M.

Smi t.h, dated September 5, 1991

Dear Sir:

As requested in t.he two ref erence l o t. t.e r s, Philadelphia Electric Company (PECo) is submit. Ling this clarification of the design and performance of t.he Emergency Service Water (ESW)

System at Peach Bottom Atomic Power Station (PBAPS).

During the ongoing NRC team inspection at. PBAPS, the request for information was discussed in order to clarify NRC concerns.

Where these information requirements are difforent than the original request PECo has indicat.ed so in the response.

The requests are delineated along with our response to each request.

Re_q.lest 1 in tabular form please provide the current design ilow rates for each of the components served by the ESW System.

RJLsppn,se The attached Appendix 1, Figure 1, det. alls the design

equired flow rates ior the components served by the ESW syst.em.

Roquent 2 Provide t.he results of t.he most. recent. syst.em f low surveillance testing.

Include the as-measured component. Ilows

/

and total system Ilow at. the discharge of the pumps, values of i1 m1104onti m io co -

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U.S.

tiuclear Itogulatory Commission October 30, 1991 Summ ry of ESW Design and Tout.ing flequirements Page 2 for PBAPS baselino parameters (such as pond level ara pond temperat.ure),

and system pressure, adjusted for elovation, at major nodos throughout the system.

This information should be provided for all modes of ESW system operation.

This request was reviewed during the filtC team inspection and it, was agreed that flow measurement.s in the closed loop mode were not reauired.

Responso Appendix II, Figures 1, 2 and 3 contain the as-left.

flow data from the August 1991 flow testing.

The data shoot.s irom Special Procedure 1421 conducted in September (Figure 4) and Oct.ober ( F igure 5 ) of 1991 are also in Appendix II.

In addition, t.he a s - l o i t.

flow data taken during October's Rout.ine Test (ItT)

B-033-600-2 is in Appendix 11, riguro 6.

The first. data taken in August of 1991 should be considered baselino inf ormat.lon which did not result f rom any signi f1 cant. system re-balancing.

The second set of data was taken in September of 1991.

The September data is of part.icular int.orest because it represents the performance of the ESW syst.em after the majorit.y of the system throttle valvos wore re-opened as well as providing t.he f j rst good indication of flow rato margins with single unit coolers in servico.

The last set of data was taken in October of 1991, and i t. represents complet.lon of syst.em unthrottling and contains the must recent. as-f ound and as-lef t dat.a.

As recent.ly discussed with tre

.nspec ti on t.eam, PECo does not take component flow rate data in all modes of ESW system operation.

The system is tested for adequacy of component. flow rates while aligned in the open loop modo since this is the operating modo in which ESW would respond to support. Operation of t.he Emergency Diesel Generators and t.he ECCS equipment. In accidene scenarios.

Operation in the closed loop mode is only required in ext. rome flood conditions or for loss of the conowingo

Pond, tinder t.hese situations, the syst.em would be manually placed in service.

Plant access woulo be available t.o make manual manipulations as desired and ESW flow to those component.s needed for safe shutdown would be assured.

Note t. hat operation of ESW in the open loop modo is also the most limiting because of the piping layout and hydraulics.

The open loop modo of-ESW operation discharges wat.or to the Conowingo Pond through a vented loop seal.

This configurat.lon koops the piping full and minimizes the potent.lal for water hammer, however, it does cause significtant. back pressure.

Conversely, closed loop operation disrhargos water back to the Emergency Cooling Tower (ECT) by way of an ESW Booster pump.

This configuration eliminat.es system back pressure and therefore flow rates throughout the system are improved.

11. S. 14uclear Regulatory Commission October 30, 1991 e,

St3mmary o f ESW Design and Testing Requirements Page 3 for PDAPS in addition, because there are no permanently mounted flow measuring devices at. the ESW pump discharge total system flow is determined by summing up the ring header and the diesel generator ilow rates during tha periodic system flow rate testing.

A separate test is perf ormed to tracP and trend t he performance of the

• arious ESW system pumps in accordance with ASME Section XI requ i re.no nt s.

This test.ing is done under a difforent system alignment and utill es a f icw meast. ring spool piece which is located at 'is ECT.

Apperulix 11, Figure 7, provides t.he pressures at major nodes in the system, as discussed in the Team Inspection.

These pressures were taken during the October flow tests.

The information provided above and in Appendix II was discussed during t.he Team Inspection wit.h t.he fiRC's act.ing Project Manager for PBAPS and other team members and was found t.o provide the information necessary to evaluate ESW system performance.

It was recogniced that additional data would likely be required to evaluate the PECo pronosal to upgrade the ECW pump to equivalent ESW pump status for pe. 3rmance of the ESW system function.

This information will be provided in a separate Technical Specification Change Request.

Roquest 3 In order to assess t.he offect.1veness of the licensee's system balance opt.imization program, the licensee was asked to provide surveillance test. data in the as-found condition and a f t.or flow balance adjustments have been made, as well as a descript. ion of the adjustments made and the associated procedures used.

Respons_o The data submitted in Appendix 11 i n response t.o request 2 provides t.he necessary intormat. ion.

During the Team Inspection copies of RT-B-033-600-2 and SP 1421 were provided to the Inspection Team.

Rather than submit.

these voluminous procedures i n t.h i s t ra nsmi t.t a l it was agreed between the licensee and t.he acting Project Manager to reter to the insps.-tion team's files for these proceduras.

R3 guest 4 Provide a sensitivit.y analysis that would demonst. rate the licensee's ability to manage the ESW system under changing conditions of environment and system degradat.lon.

Such an analysis should consist., at least, of a comparison of t.he variables that. the licensee believes most significantly influence system performance.

Such parameters could include pond level,

\\

U.S.

liuclear Itoquintory Commission October 30, 1991 Summary of ESW Design and Testing lloquirement.s Page 4 e

• l for PDAPS pond temperature, component. heat. loads, tempe rat.uro of i nt e ro n t.,

component throttling, and system touling.

p Resp _onse The graphs in Appendix Ill demonst.rnto the notisi tivi t.y of ECCS pump room Lomporatures to varying unit cooler flow ratos and river water temperatures.

The unit cooler f low rat.os and river water temperature are t.ho variables that most significantly influenco the ability of the omorgency ventilation system to maintain ECCS pump room temperatures below their maximum ovaluated temperatures.

The graphs were developed f or the Itosidual llont itemoval

( Illilt, riguro 1), Core Spray (CS, Figure 2), liigh Pressuro Coolant.

2njection ( llPC I, Pigure 3), and Itonctor Core Isolation Cooling (IICIC, Figure 4) pump rooms and woro based on Design liasis Accident ( DilA) and/or safe shutdown calculated cooling loads as appropriato.

ECCS pur p room heat. up calculations were performed using the calculat.ed cooling lo.uls and cooling coil performanco and heat sink comput.or programs to dolormino the pump room temperatures at various flow ratos and river water temperat.uros.

These graphs show that. at design conditions the unit coolers are capablo of maintaining t.he pump rooms below their maximum ovaluated temperatures.

These graphs also show t. hat. as the river water temperaturo decreases f rom the design point. of 90F, the unit coolors design margin incronses and the resultant ECCS pump room temperatures also decrease.

An analysis of average river water t.emperature data for t.ho 30 year period of 1960 to 1989 was performed and is summarized in Appendlx III, Figure 5.

This figuro shows that the highest. monthly average river water temperature for tho 30 year period is 81F.

In addition, this analysis revealed that only in the mont.hs of July, August and September has t.ho mean daily river temperature over exceeded 90F, and t.he last time it over occurred was in July, 1966.

For the months of June and October the m'an daily river <ator temperaturo never exceeded 80F and for the months of 14cvember through May the mean daily river water temperature never exceeded 80F.

Conservat. ism in the cooling load calculations and the inherent design margin in the river water water temperature discussed above, demonstrate that t.he system has adequato design margin to perf orm it.s saf ety related function.

A review of Conowingo Pond water level data for 14 of the last. 24 months was perf ormed to det.ormine the normal pond lovels and how t.hoy compare t.o t.ost. condi t.lon requi rements.

Appendix IV, Figure 1, provides a graphical presentation which shows that. although syst.om flow rate tes t.i ng requi res est.ablishing a penalty for potential low pond level conditions

U.S.

Nuclear Regulatory Commission Octoaer 30, 1991 Summary of ESW Design and Test 2ng Requirements Page 5 16r PHAPS (1"n.5 feet elevation the legal operating limit established by FEhJ, for SP 1421 and 98.5 feet for RT - B-033-600-2) actual pond level is rarely below elevation 104 feet.

Figure 1 shows that i

only 5.2% of the daily minimum pond level readings are below the 104 feet elevation, and that the daily average pond level was below 104 feet 1.6% of the time.

Elevation 104 feet is cited in the TBAPS UFSAR an the normal minimum operating level.

An assessment of tte impact on ESW system flow rates and flow rate margins as a r ault of the low pond water level simulation which is performed in the testinc has been made.

The maximum impact on any ECCS cooler flow rate was about 10.5% while the maximum Diesel Generator Cooler flowrate change was about 5.5% (based on October, 1991 SP 1421 data).

Imposition of the pond level penalty reduces flow rate margins (margins relative to test acceptance crite'*a) by as much as 7.5% at the diesel generators and an appre s' mate maximum impact of 15% at an ECCS cooler (based on October, 1991 SP and RT data).

Inherent margin

.ists during normal plant operation because test acceptance ct; stia is based on system performance at the simulated low pond level.

Note that we plan to utilize a combination of previous testing results and system hydraulic modeling to simplify future testing activities.

An understanding of system sensitivity to pond level changes and t.a incorporation of computer modeling will allow elimination of excessive manipulations such as throttling the ESW pump discharge valves, without-impacting the ability to account for this system variable.

PECo has also examined ESW system performance as it relates to Emergency Diesel Generator cooling requirements.

As discussed above with the ECCS coolers, significant margin normally exista due to conowingo pond temperatures being below the 90 F design point. _Although test acceptance _critoria is based on the design value of 700 GPM (which accounts for limiting conditions such as pond temperatures, maximum diesel loading values and extreme ambient air temperatures), operability evaluations based on heat transfer calculations have been performed.

For example, without taking credit for other operating or design _ margins, it has been demonstrated by calculation that at a pond temperature of 85 F the-E-3 Diesel

'GeneratorLwould have had ad quate cooling in order to operate continuously at the_ post LOCA load levels with a cooling-water flow-rate of 513 GPM.

This example provides a reasonable indication of the impact that lower cooling water temperatures have on diesel heat transfer requirements.

PECo plans to facilitate future operability assessments by developing a broader understanding of diesel cooling water design margins as well aa a set of curves which will relate cooling water temperatures, flow rates and limiting engine loads.

It-is believed the significant margins

U.S.

liuclear Itogulatory Conuninnion Octobur 30, 1991 Summary of ESW Donign and 'ronting floquiremento Pago 6 1or PilAPS

1. hat have been runt.orod by system ro-balancing will minimizo the nood for nuch activitlon.

Du_ing the Team Inupoetion discunnions, it. was agrood that tho impact. of componont. t.hrottling could be annonnad directly by looking at data uhoots (Appendix 11) and that. syntom fou11ng would have to be annonned over timo (ylven the now system configuration and the restoration of chomical t reatn.ont ).

In addition to t.hin requent. for informat.lun a muoting han boon schoduled ior tiovember 6, 1991 bot.woon PI:Co and tho filtC to runolvo concerns wit.h ESW prior to start up of Unit 3.

If there are any quantions relat.ing to thin runponno you would like to discuna prior to thin mooting, plonno call mo at (215) 640-6450 or Georgo Slof ort. of my sta f f at (215) 640-6768.

Very truly yours,

/ << e.,o,y/ n,l

/

7 G.

J.

Ilock, Manager Licensing Soct.lon Att.achment cc T. T. Martin, Adm i n i s t.rn to r, llegion I,

US!11tC J.

J.

Lyonh, UStillC Senior ltonident. Inspector, PilAPS

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CURRENT ESW DESIGN REQUIREMENTS l

l FLO'.V (GPM) (2) 4 ROOM COOLERS (1) t i

RHR 30.4 i

CORE SPRAY 13.3 HPCI 23.2 RCIC 20.0 DIESEL GENERATORS 700.0 CS MOTOR OIL COOLERS NA (3) 4.7 RHR PUMP SEAL COOLER (1) ONE ROOM COOLER REOUIRED CiPER ABLE PER PUMP (2) FLOW REQUIRO,1ENTS PER COOLER (3) HEAT TRANSFER USED TO VERIFY PERFOPMANCE

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APPENDIX 11

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APPENDIX 11

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FIGURE 1

- UNIT 2 AS LEFT FLOW RATES

. AUGUST 1991 i

ROOM' COOLERS (1).

FLOW (GPM' '

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R H R "A "-

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(1) LET TER DESIGN ATIONS REFER TO ASSOCI ATED PUMP (2) 1 SEAL COOLER REQUIRED PER RHR LOOP y

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APP ENDIX ll UNIT 3 AS LEFT FLOW RATES "a"*

AUGUST 1991 ROOM COOLERS (1)

FLOW (GPM)

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RHR "C" 54.7 RHR "B" RHR "D" (2) 53.3 38.3 RHR "D" 14.7 CORE SPRAY " A-22.2 CORE SPRAY 'C" (2) 18.5 CORE SPRAY "C-15.1 CORE SPRAY "B-22.8 CORE SPRAY "D" (2)

CORE SPRAY "D" 18.4 HPCI 25.2

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RCIC 32.9 RHR A SEAL COOLER (3) 5.7 RHR B SEAL COOLER 5.4 RHR C SEAL COOLER 6.3 RHR D SEAL COOLER 9.3 (1) LETTER DESIGN ATIONS REFER TO ASSOCI ATED PUMP (2) REDUNDANT COOLERS IN SERVICE (3) 1 SEAL COOLER REQUIRED PER RHR LOOP

APP EN DIX 18

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AS LEFT FLOW RATES riou= =

AUGUST 1991 FLOW (GPM)

"A~ESW "B"ESW PUMP PUMP E-1 DIESEL GENERATOR 762 702 E-2 DIESEL GENERAYOR 768 715 E-3 DIESEL GENERATOR 725 702 E-4 DIESEL GENERATOR 765 750 UNIT 2 RING HEADER 324 341 UNIT 3 I;.NG HEADER (1) 450 470 (1) UN!T 3 H AD 4 MORE ROOM COOLERS 7ERViCE THAN UNIT 2

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Special 142: Rev. ( Page 38 of 6: DATA SilEET 3 COMMON PLANT DATA TEST CONDITIONS PARAMETER [ [h )/) /b' h go Q\\- OPERA IC ESW PP (A/B) [ [ /f [ [h h M f N5 3i k. f)$ / ESW PP DISCilARGE PRESSURE (PI-0240A/B) 33$ 3g7 3cj[ gf 3Q{ 968 E-1 D/G FLOW {*(/8 TT FfS/ S'5r U(, B60 -796 ) mo E~2 D/G FLOW 99Lj QQff ')ff, r)f Q _ y h 7BQ ]S$- f 10 E-3 D/G FLOW Q (,9 r)[] 'g 3 !)fg %l 7(p ~Rlf f E-4 D/G FLOW gg/ 9(,(, ')f,g /)g r) ';(, g 76 6 774 U/2 RING llEADER FLOW 33q ggo 33{ 3'3 { g(jf 3K gg U/2 RING llEADER INLET PRESSURE (RBCCW RM) '3{ }l 3l 3' 3l 3) '3} k-U/2 RING llEADER INLET g -PRESSURE (TORUS RM) h_ Q ([Q yh y[ U/2 RING IIEADER OUTLET PRESSURE (TORUS RM) 90 AO go 90 90 U/2 RING IIEADER DP N - (DPI TORUS RM) 3b }( 3b Sh [ U/3 RING HEADER FLOW 3 '){ gig ~ 3gy g /)/./ 3?f 385 385 f U/3. RING llEADER INLET ) PRESSURE (RBCCW RM) 30 30 3c) ~S 0 30 U/3 RING IIEADER INLET PRESSURE (TORUS RM) 93 Ag 1] @-3 gC[ U/3 RING HEADER OUTLET PRESSURE (TORUS RM) 3 3 Q g b U/3 RING lIEADER DP v a J f ' ""1 "SL_ 13A_3L36Qo ' ' cf A Pace o m

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Special 1423 Rev. 0 Page 30 of 63 j DATA Si!EET 3 COMMON PLANT DATA (} ) TEST CONDITIONS PARAMETER gg - g7 g[ gc} gg gl gg gy; OPERATING ESW PP (A/B) jff M A A p h A ESW PP DISCllARGE 3f$ 37, f Z / [ [h lb }b. 3p g PRESSURE (PI-0240A/B) E"1 D/G FLOW jo3s j o tll_ 940 \\ E-2 D/G FLOW jppf yg (/;2, { f -E-D/G FLOW ,g g,j 9g9 99 7 \\ \\ \\ E-4 D/G FLOW jgg g7j 92 / { I I U/2 RING MEADER FLOW 3555 350 370 k U/2 RING HEADER INLET PItESSURE (RBCCW RM) 30 38 3D l 4/4 ^ U/2 RING HEADER INLET J PRESSURE (TORUS PM) ' A/// h/ f %l l U/2 RING HEADER OUTLET ) PRESSURE (TORUS RM) A)[A 2/ 2,/ -_. O I, U/2 RING HEADER DP Nf/f 2/ ,2d y. -(DPI TORUS RM) U/3 RING HEADER FLOW Jg3 37f fgg U/3 RING llEADER INLET [7 2D 3$ TRESSURE (RBCCW RM) / U/3 RING HEADER INLET Md [4. [ 2[. [ / PRESSURE (TORUS RM) / 1Y U/3 RING iiEADER OUTLET NA RdA 3, /. / PRESSURE (TORUS RM) / h' *l /t330 j I Vl [ y U/3 RING HEADER DP /A Mb, .4 e - _ m.____ _ _ _ _ t (DPI TORUS RM) Page 7 of l i e l-e m

Special 1421 Rev. 0 Page 38 of 63 DATA Sl!EET 3 COMMON PLANT DATA (f*. ,a _m_-a na.maa:- =. - _n q ( --w.. TEST CONDITIONS _,_.__._,-_,-~_m,_____n_,.,__.,._ PARAMETER g/{ {,$ ERATING ESW PP (A/B) [ / l ESW PP DISCf!ARGE N-M /)// PRESSURE (PI-0240A/B) i E.1 D/G FLOW (oog C E-2 D/G FLOW y E-3 D/G FLOW j(,g E-4 D/G FLOW qt@ U/2 RING !!EADER FLOW S59 1 U/2 RING !!EADER INLET /M PRESSURE (RBCCW RM) .- o ( U-U/2 RING IfEADER INLET PRESSURE (TORUS RM) U/2 RING HEADER OUTLET PRESSURE (TORUS RM) ) U/2 RING !!EADER DP -(DPI TORUS RM) V U/3 RING llEADER FLOW g/g U/3. RING HEADER INLET 'h PRESSURE (RBCCW RM) + U/3 RING HEADER INLET PRESSURE (TORUS RM) l i U/3 RING llEADER OUTLET f PRESSURE (TORUS RM) U/3 RING llEADER DP V ,s. (DPI TORUS RM) g ( Page 9 of h --v., +.. - -,. ,,4.---,,..,#- -.. - _ -,.. - - -. - -. - =

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• ESW PP DISCllARGE PRESSURE (PI-0240A/[)

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• U/3 RING IIEADER OUTLET PRESSURE (TORUS RM)

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• ESW PP DISCl!ARGE c

PRESSURE (PI-0240A/B) 17.5 37 .37 3 38 37,6 37ef 37 0 .376-E-1 D/G FLOW 930 9d(c

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6. _(.DPI TORUS RM) /%$ l9d 11,( M 11 d l'?.5 i L .._m _..m g l o Readings arc optional and may be marked N/A 'at Test Directors discretion. J Page,J of _ 1 g-l. .~., _ _ _. _ _ _.,.. - -.,

8 t m Special 1421 uf: Rev. 1 Page S1 of 79 DATA DllEET 3 CO!4!4011 Pl.AllT DATA .. m m o u = cr -,. - w x - - = - - - = m - TEST CollDITIOlls umnmmanammannwwn \\ =. g ?rE[ '/. f ?;1 PARA 14ETER OPERNIIl1G ESW PP (A/ll) TI' T> __ (2,

• ESW PP DISCl!ARGE 7

PRESSURE _(PI-0240A/B) __d3 E-1 D/G FLOW G/O 936 98l ,E-2 D/G l'InW gg( 450 40\\ ( Er 3 D/G FIDW h_ 406 _$(M E-4 D/G FLOW Jg[,0 9M M{ U/2 ltI!1G llEADER FIAW tj()f[ dk M,. D U/2 RIl!G llEADER IllLET 7 p PRESSURE (RDCCW 101) $.' *U/2 RIl1G 1!EADER IllLET g /Q,g PRESSUltE (TORUS R11) 33.b g gd

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Page &,of 1

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e a t APPENDIX 11 Figure 6

RT-B-033-600-2 Rev. 3 Page 60 of 87 u:- DATA SlfEET 4 U/2 R11R POOM COOLER ULTRAGONIC FLOWMETER INDICATION 4 = * - - - - -- mr.urmm_mmy m ACCEPTANCE j LAST (UT) CRITERIA C OUTLET TECT IND S unitt VALVE V"" t 32 gpm COOLER POSITION As ILOW R sv 2 33-LEFT Initial H 9P" 6 '3l - M1 gpm m DEGREES OPEN 0" oh n) n 7#l Q A 2AEose so8A jo gg g4.g R vt ^ 2nEose so8n O /'d N 4 R 7 93 [ g C 2CEOsa so8C 6'P lC 9 25 R Vl C 20Eoss 5080 7 -- TO [L bO.o R i D 2EEOs8 508E n Y' dd 14-h B 2FEos8 508F ' O to i 50 676 R J1L D 20E058 508c c? M4 Ryf D 2nEOs8 soen , _ =. _ _ l i a 4 - *=-==-.= - 4 ~ * ' '

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A 2AE124 21083A RN O .;,.y9,. 7[ '/, h U R B 2BE124 21083B ]3 R C 2CE7 21083C J tjo 4/ . [ ta3' R i D 2DE124 21083D C I

• ON;Y ONE COOLER PER LOCP IS REQUIRF7 TO HAVE 5.00 GPM U/2 HPCI ROOM COOLER ULTRASONIC FLOWMETER INDICATION 3

OUTLET l l VALVE

AST L 1OCEPTANCE

{N CRITERIA } ) POSITION T4ST > ?4.4 gum lh tuttu ~ i I COOLER AS N LEFT Initial Hv 2 33 sat Unsat 9E" DEGREES ePEN gpm L_ _ _.__ _-j r A 2AE0~s6 21077A /f/ kk R \\ 2BE056 210?7B 3d, s a$ 9 lA 3d@l i

RT-D-033-600-2 Rev. 3 Page 63 of 87 -e~ 76g=2::._WAhTE%W.. .~m-~##:t:J: Chr= gr- - - {*j3 DATi SHEET 6 (Contir/ cd) U/2 BCIC..v0M COOLER dL'rRASONIC FLOWHUTER INDICATION -.------an==m.-=., ACCEPTANCE VALVE LAST ( CRITERIA POSITION TEST IND wu ti R D UED AS COOLEtt FLOW M Fv 2 33 LEFT gg DEGREES gpm _ Sat UnSat OPEN 9PD w _ _w ,_.a Q ,;7_Q_ g// RMA O s .J A 2AE055 2: 079A i zu 0 1^ "Z3,0 R@E = A 2BE055 21079B 0 If 4 __=m- ~o M S,M,U is s e

+- RT-b-053-600-2 i Rev. 3 Page 64 of 87 i -c n_ -. DATA SHEET 7 U/3 kHR ROOM COOLER ULTRASONIC FLOWMETER INDICATION OUTLET ACCEPTAM.E VALVE LASTTE (UT) CRITERIA POSITIOli ST IND anLET h 32 gpm R COOLER ~ AS FLOW Hv 3 33-LEFT DEGREES OPEN gpm Sat Unsat gp l 70 d ff 5 R985[ A 3AE058 508A A 3BE058 508B C /J/ Af8 // /P R jtl'}) n jhj] C 3CE058 50EC 0

j m.

R 67[ }/5 >[$ Jf C 3DE058 508D A)/4 B 3EE058 508E C A// / R B 3FE058 508F [O 73 R 6/2( D 3GE058 508G [O 2 O 66.O R 6/(( D 3HE058 508H C 4/N A/l7 R A)[A e k -s =

RT-D-033-600-2 Rev. 3 Page 65 of 1J7 siih efi,% DATA SHEET 8 U/3 CORE SPRAY ROOM COOLER ULTRASONIC FLOWMETER INDICATION m OUTLET VALVE ACCEPTANCE POSITION LAST CRITERIA (UT) TEST c otntti DEGREES h 14 9PD [ COOLER OPEN AS FLOW m n-3 33 LEFT Initial Sat Unsat 9P" As As gpm Found Left A 3AE057 31085A O 60 M R c a. cst D l.otXi0 fC f7 R dY[ Q A BE057 31085B LDcrK0 3 j,9 y C 3CE057 31085C / O f %d-p, gy y,iy, C 3DE057 31085D C )/ / M/) R g 3,h B 3EE057 31085E o O o 28.n,g B 3FE057 31085F 70 70 30 M 2-R &fr [ %.6 af D 3GE057 31085c FC po 3/ f;g a gqpjf 7 / // R(4//// D 3HE057 31085H C g 4 j 1/ O 4

RT-B-033-600-2 Rev. 3 Page 66 of 87 4-H - - - m.e m m _.,m== - - m _=,= =,x m. - - ~m-._---- DATA SHEET 9 U/3 RHR SEAL COOLER ULTRASONIC FLOWMETER INDICATION _m_,._______._mm.._,,,,...___ OUTLET VALVE ACCEPTANCE POSITION (UT) CRITERIA R IND m ET H LEGREES >~ 5.00 gpm* y COU'L' OPEN A8 y;,,ow Hv-3 33 Found gyg ^8 9P5 -IID3 Unsal As gpm Left FounS --n- --, m .._ w. A 3AE124 31083A [O f0 //jj f,/ R (( / 0. 7 fo [] h f,, f R $?N B 3BE124 31083B [.g //,6 R [8(( 8 }() C 3CE124 31083C GI f0 7# g //, U, R D 3DE124 31083D l

• ONLY ONE COOLER PER LOOP IS REQUIRED TO HAVE 5.00 GPM U/3 HFCI ROOM COOLER

-eULTRASONIC FLOWMETER INDICATION -x .n--- = GT'1LET 4nLVE LAST nCCEPTANCE gg POSITION TEST ^ IND M tET > 24.4 gpm COOLER DEGREE OPEN AS HV-3-33 LEFT Initial Eal nsat As As gpm Found Left 9PS ' " ' " ' ~ ' ' " " I ~~ ~~'-']~'~~~ O 1 />M R tolA. t. 3AE056 31077A R Od5 Ib fU ,2)< f hf A 3BE056 310778

RT-B-033-600-2 Rev. 3 Page 67 of 87 -=r

==1.n- - = = = = - - = = = = = = - -

====r=--- rTs U. DATA SHEET 9 (Continued) U/3 RCIC ROOM COOLER ULTRASONIC FLOWMETER INDICATION -,=,.-..-.--7-. -r=- OUTLET VALVE ACCEPTANCE ^8i POSITION (UT) CRITERIA gg IND R Al AS 000lf R OPEN FLOW y W-3 - LEFT Initial 9E" As As gpm Found Left ___._ m m _,_==- iumunu A 3AE055 31079A OO (() [$. b N R_ / ummunu 0 0 fh 4, ~~"" R A 3BE055 31079B g __._m a 4.5 & 4 s 4 h 2 't s b 1

APPENDIX ll Flount r SYSTEM PRESSURES AT MAJOR NODES ALL PRESSURES ADJUSTED TO 'A' PUMP DISCHARGE ELEVATION TAKEN FROM OCTODER TESTING RESULTS "A" ESW PUMP DISCHARGE PRESSURE - 37 PSIG DIESEL GENERATOR PP.CSSURES E-1 DIESEL GENERATOR INLET 3C.1 PSI - OUTLET 24.4 PSI E-2 DIESEL GE ERATOR !NLET 20.0 PSI - OUTLET 22.9 PSI E-3 DIESEL GENERATOR INLET 28.1 PSI - OUTLET 21.4 PSI E, DIESEL GENERATOR lt?LET 26.6 PSI - OUTLET 20.9 PSI UNIT 2 RING HEADER SUPPLY PRESSURE 30.9 PSI UNIT 2 RING HEADER RETURN PRESSURE 13.4 PSI L NIT 3 RING HEADER SUPPLY PRESSURE 30.4 PSI UNIT 3 RING HEADER RE ')RN PRESSURE 13.4 PSI l

u--r 2 ,a a a m e 0 4 e s I i t APPENDIX lli I i t l 1 I I l

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2: APPENDIX.III?. Figure 2. l CORE SPRAY COMPARTMENT COOLING I i ) i l j 150 i 3 j ,t l - e 4 L g 150 -+- A ---?------4.-------i------l-----*-------'-----+------,:--------:--------l-------:~-----4~ i i l-l 90 RfVER WATERTEMP. (F): I i gg 3........._.. __....... h - -_.4 J., I 4 + uar Acom Fvabated Tbo = t?? F 80 j tm A. 1--- w -1 { j u. i 4 '.......:._.. ~...... ~. -....;... _... 70 ....-__....._-..... ~.. ~. L.... _-... d 320 r. s w p-y i e 1 l 60 l j [ 110 --+! m.-------r--~~~--

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• UNIT COOLER DESIGN pot *#

j It 13.3 GPM AT 90F t' i i w i I r \\ 4 I 1 4 -, + - -,, c

APPENDIX III Figure 3 i i HPCI COMPARTMENT COOL 8NG j l (6 HOURS) i, 1 4 MA)CMUM ROOM EVALUATED TEUP_ = 150 F i 150 +,> 1 l l J i l } - - ~~- - - - - -- - ------ --- ---- ----- --- - j 145 ~ - 232 GPU l 4 + f i I 3 43 q.. ______l 4 1 f { } t j I i l C I { 33, _. _ _ _._ _ l_ j i 2 l w 5 8 i 4 '-

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• UN!T COOLER DESGI PO!NT I

232 GPM AT 90F f [,

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j l 4 0 I 5 APPENDIX IV I l l l I i l' I I L l A I l

i i I ~ * - ~.... - >..,.. .m..,,.-~ ++--e .-+>--.~~m,, m ...,..4-., - - + ~...-.. - _. ~:, PERCENTAGE OF DAILY READINGS BELOM GIVEN POND ELEVATIONS i l 14 ~ --~ ~- 12,2 l jg NOTES: 87.8% (100-12.2) of daily minimum levels > 106.0 i - 10 96.7% (100-3.3) of daily average levels > 105.0 0 PBAPS Normal Minimum Operating l.evel 104.0 8 .. Minimum Conowlago/FERC Operating Level 100.5 ~- 6 6,2 l 4 N 7.8 2 L'jkf ? ,.e \\ :\\.[ ,,w-i. 0.9 0.9 .e.g j ' Tar 7 s 02 Sj ' "('i-- n

• • • n 0'

105 104 103 102 101 Pond Elevation (f t) Pond Level Data E Daily Minimun. Level if 3 Daily Average Level i Based on 14 months of data from 1990 & 1991 l l . ~.. - -.. - -.. -. ~ i ~. - - - - - - - - - - - ~ - - -. - -.. -.,}}